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<br />VAT,TRR A- TTLLIT, M, RE iillei; ot-ri,
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<br />PRODUCT EVALUA710-N REP
<br />REPORT NO.: 20-0728.01
<br />DATE: JU19 28,2020
<br />PRODUCT CATEGORY: Shutitirls
<br />PRODUCT11UH-CATSIXORY- Storm Panels
<br />PRODUCT NAVE-� 20 GAGS OALVANIZED STEEL STORM PANEL�
<br />,
<br />MANUFACTURER: GjGb AWtion Pr6dUr,tB,LLG,
<br />4600 S.W. 51 Street
<br />Davie, Florld&3314
<br />I
<br />1?U MAE-OF EVALUATION,
<br />This !as Product Evaluation Report issued by Walter A, Tillit, Jr., P.E. (System
<br />ID 0 19043) to the Giobal Protection Products,, LLC, Rule Chapter No.
<br />61 02-0-3,� Method I D of the Florida Daps rtmont of ftsiness arid
<br />Probstalonal Ra,quiliatton.
<br />This product is bellin ' 9 Issued an Evaluation Report as described herein, and has
<br />been verified for compflainpia-In accorclancewith the 2020 Seventh Edition ofthe
<br />Florida Building Code, and to verity thatthe, product !&for the purpose Intended
<br />at least equivalent to that required bythe Code.
<br />This Product Evaluation Roportshall.be subtactip review arid revision Incose of
<br />�
<br />a Building Code citarige that may affect its, limitations and conditions
<br />Z_EADENGE SUBMITTED.
<br />Z_11A_ERQQV9T9YAL_UAT10ADQCUMENj (p, "m -
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilleco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr�, RE.; dated 071'2812020� This drawing Is an integral part �
<br />I IMNS
<br />Evaluation Report, k Mil IQJA
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<br />S—� �- NO, 44167
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<br />" �'� 611 1
<br />63S5 N,W. 36th Streel, Suite 305, MiamL Fitiflib-13166 - Phote, (305) 871-1530 -
<br />MOIDUCIMIAL-VAT-1-0-N UPORT bla-211702am 2
<br />22. TEST P _$;
<br />EFORT
<br />Large missile impact and tatique load tests wore performed under Protoco15 TAS
<br />201, 203 as per Sectliph 1626 of the. Florida Building Code. Unitibirm static, loads
<br />, ,
<br />as per TAS 202 Protocol, Test reports prepared 6y Hurricane Engineering &
<br />Testing, Inc,, Reports # 96-669 dated 08109/19963, #9(!Pw570 dated Q9f I 81199,15,
<br />#96-T30 dated bW2011996, all three signed and sea) � led by Hector M. Medina,
<br />P-E., Fenestration Testing Laboratory, inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 1010/1 9,48 witnessed by Gilbert Diamond, P.E, and Report No.
<br />0219.01-09, dated March 4,,2009, signed and sealed by Edmundo Largae,spada,
<br />P.E� and Henry Hattem, RE.
<br />Tensile to,st report No. DCM-1 97 by QC Metallurgical, Inc,, dated March 13,2009,
<br />,
<br />signed and Sealed by Frank Grate, P.E.
<br />2L3_STR_lJCTURA.L ENGINEERING CALWULATIOM
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. Clesign
<br />m4nd load -as Wait as maximum anorol'spaciing vs, design wind load and panel
<br />length biased on rational and comparative analySi$, and fr accordance with
<br />section 161 6 of the Florida Building Code, Calculations prepared by Till%clt Inc,'
<br />dated 1 ItO$108 and 0311211 5, signed and sealed by Wolter,A. I Rift, J r., P, E.
<br />J__M_ffiSjLEjXRAQTjMSl
<br />X_ANCF�
<br />Large missile Impact under section 1 1526 of the Florida Building Code,, as per
<br />TAS 101 Protocol.
<br />4-"--NO LOAPSA��' M
<br />2G Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. MaXiMvm panel leirigithshall beas indicated on Siheots'8,10,14,115,
<br />16,19, 25 and 26 of 26 Of Product Evaluation DocurneritT.E.D.), drawing No.
<br />26-17,6. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,18,19,20 2B arid 26 of 215,,af Product Evaluation Document (P.E,D.),
<br />drawing No,. 20-170, ,
<br />5JNSTALLATION,
<br />Installation shall be perflormed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 fhru 20, 23,24 and -26 of 26� of Product Evaluation Document
<br />(P.E.D.), drawing No. 10-176. Minimum separation to glasis shall be as
<br />Indicated on sheets a, 14,16,26 and 26 of 26, of Product Evaluation Document
<br />(RE.D.), drawing No, 20-176.
<br />-
<br />I
<br />GESM61. Um. 8.3) IN CASE N%T PRmw BMW, OR PRECAST CONCRETE PANEL54 SWOM OR WOW BOA" BE FWW 00 rNe
<br />XW= Erm gwm BMW EXISTING WALL, AN01ORS WAUL W LORD DXXIVTO RE" ple MAIN MM*W BEHIND IlUCH PANELS
<br />I STORM PANEL 9MN ON "'IS PRODUCT r'%L�IATON DOCUMENT (PrEL) RAS RUN VENKIM MR WW"ANOt IN AW'HORA&C Mgt, BE As MENTIONED IN 0j), *0 N 6"21
<br />ACCORDANCE WT,H TRE 2920 (7th EDOTOK) OF THE FIDRICA SUILDWO =F_ (C) Tq_Z2TfiW_kQM1W&_i=nQ_W&a;� �
<br />"ON *NO LOADS $Rkt WE DETURNIINED AS PER SECTION 1620 OF DiE ROW MENTIONED CODE, - 1/0# TA00ON MONOCs' AS ARWUPAOTVAIM BY ox Kom W_
<br />FOR * WN0 SPEED AS RODUM BY INC JUNISINCTION Ydow YM 1,SHVFTI WILI, SC WSTALLED, AMC - #14-10 PANELMATE FOANLE 10 AND PANELMATE PL�)5 ARCHM, AS MANUFACTURED BY ELCO OONSFAMCREN PROI
<br />POR A DROMONALITY FACTOR Kd.0A5. USINO ASCE 7-1 0 AND $�z NOT "em T"r V"lAw (As.O') - SCREWS Pet #01S.
<br />'1�11�#41S
<br />DESKIN PRESSURE SAMOS lNOICATED ON MEETS 7 IRW Q. 14. I�k IB, IV a 2iZL - �� WOOD BUSHIND. AS OSTRIAM BY ALL POINT scNEW, SOLr & SPECALry Co.
<br />IN ORDER TO VERIFY 1K ABOW CONDITION, ML-14.7t DEWN WIND LOADS DrIDOWMED PER ASCIE 7-14
<br />SRAU, W FIRST RCDQOEO TO XSEY OES14W WIND LOADS BY MULMPL"NG THEN, BY DS N ORDER TO C I, MWWAA TOREADED PENCIRATIM WTO WOOD OF TAPCON ANCNORS , SHALL M I Ile AND 2' FM EXQ PANCILMATE PWr
<br />COMPARE THESE W1 MA,X, (&S,Oi DESIGN ORMURE RATINGS INDICATED ON SHEETS 7 TM 12, IA� 15, IS, 19 A 20, '440 PANUAAUE PITMAUE 4
<br />IN ORDIER V VERIFY 11PAT NVFMS ON IRS PT,0. AS TESTED WERE NOT WER SFRESSISD� A "S WCATASE 0 AWWAK C.2) MWIMUM INTENDED PENETRATION OF LAO SWPW� INTO rNt WOW FRAME UNITY *41 BE � 1/2' NO "WE0
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAW O$� TWE GEOUPIZO THREADED PMkT*idN,
<br />STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS, TTSIC4ERS SPAONa It) WOOD AFM SEEN DETERMINED IN
<br />ACCORDANCE ARM NZ.S. 2011L CI) MINIMUM EDM OW44CE OF LAO SCREWS, INTO *00 *' ALL BE AS INOCAItO IN IM MASTRO
<br />ilTolm 14PACT AND WIND RESISTANCE 44 SEEN VERIFIED, IN ACCORDANCE WRM SECTION 1626 OF
<br />111C PER WMCME EN"EERR'r, & TESnNB IYC� REPORTS "-SW, 9S-S�Q & 96-T30 AND CA) MINIMUM PENEIPAr" ?,IF WOOD SkIMIND SHALL BE S/W`� 1/4' 0-20 SMEWS USSR SNAjj St 1 1/2' LO-4- WNlMIJM
<br />FENESTRATION IESYMD IAS, ME_ REPORTS 120V & #2126 � AS 0140t� TAS-201, TAS-202 AND TAS-203. Movu) MOW olsr, AW 11 MINIMUM MR W4US WIN No slucco,
<br />AS WELL AS AMERICAN IM LAS, OF SOWN FLOR104 REPOW #0219.07-01), AS PM TAS 201, TASS 202AND
<br />YAS ZO STANDARDS, C 3) IN 0`55 TIM PRECAST STOW, OR PIPCOM CONCRETE PAN", SFLCW OR AVON ]BOARDS BE FOVND ON THE Oli"NO
<br />WALL ANCHORS SWLL BE LONC ENOUCH I* REACH THE MAN STRUCTURE BERNO SQ00 PAND,%
<br />9. ALL ALWANUM 1XIINSIONS To SC 6063-Ts ALLOY ANO TEMPER, (UNLM Or'MRMSC NOTED), $CE Slim 2, AKCHDR04F SKhU. BE AS MENTIONISD WICA), C,2) A, t 41
<br />11 41 &WIMM SHM METAL UsED AT CLOSURES &HALL i'AYE 31%-Hi4 ftWY OU) ANCHORS SHAU BE #WAU" POLLOWWD ALL OF M RECOMRNOWPONS AND SPECin(ATIONS OF INC ANCMOW'S "DrACTIATER,
<br />A ALL STEEL WEET METAL PANELt 94U %AVE STRv=N;K QUALITY STEEL, ASIV A-651 GME 50 WMMUM, C-401
<br />MMANUIED STEEL PESIONATION W/n- 56.5 6w] �AFTER ROLLED). 4, MEALS MAY ALSO BE JNSIAUZV HORIZOOMLY MLOWWO JAVALLAWN DETAILS $11ONN 00 SECTION S 134RMH 10 IMEM 4
<br />04ROUCH ,S) EXCEPT rNAV hu� 0 4 0 SMALL Not BE USED,
<br />5, ALL SCAM IQ BE STAINUESS SIM 304 Of. 116 MCI SERIES OR CORROSION RESISTANT COATED MOON STM AS PER
<br />DIN SOM W1 50 Mi YIELD STROACTIR AM W kyn TENSILE STIM14CIN A SMALL COMPLY W/ FLORIDA BUILOWG Gvul 9 IT SNAIL 1W THt WSPONSISIOTY or, THE'OONTFACTOR To YCWV _1HE SOLINORESS, OF TIRE SM=11W_ WHERE MUMER IS to K
<br />%CNON 2411�3.�,,L ATTACHED TO NWRE PROPER ANCRORAIIE, THIS MUM SRAlI ONLY BE ArTACHISS 11) CONCRM BLOCK OR WOW FRANC
<br />o(ADWOS,
<br />t WELTS TO BE ASIM A-�07 ZA04INIM SITE. OR AIV 40- SERIES SiAIRLESS' SIM- WM 16 1.1 "," WELD
<br />STRENGtK M. EACH REG" STORM PANEL ATTM LEN"S'S OVER W-4 101ROLCH 12'-4' AS PF 0 ARC ALTER03MS 8k
<br />A* & MIN ON SRITS 0, I A 12 AMPEC"VOLY; $K41 NAME A LEGISUE AND kr;6S,T=q',M:i ul 'N'MUCTING OWNER OR
<br />I AWNCAS TO WALL SHALL BE AS FOLLOWS- TENANT TO SECURE PANELS WON APPUCABL4 RDWOTICEMENT WRINO PEMODS OF HURICOARE WARNIND
<br />(A) �2_otjMRG_fW3EG_tQBORpE, I� TI�E WMILATION CONTRACTOR Yi TO SIAL,/tkI,kK ALL "MR CWPON047 MVq WRIDH REMAIN IN COMMOUS DONTACT WTI,
<br />1 14`0 TAMER ANCHORS AS MAWACTUM BY f-'TW BVIUMC JK_ (Vlk�- f"F-4192 Ps i) THE RUWNG TO PREVENT WM/Kkk NTRLSION
<br />__1 14' 0 � 7/8' MR-* ANOW!L AS INAMUPACTORED, BY DENALT INC. (141L P.-NNA, ix-)
<br />- t"r, T 11ONS AND 0 We REQULATIOMS
<br />Y 1/4' SOUO-SEr MCOORS, AS 01510WICII BY ALL POKa SORSIN, SOLT & SPECIALTY CO, 12L STORM PANEL W5tN,LAFQM Sp^j COMPLY WM SPECS tNMAT,CD IN IRS DRAWNIC PL�JS AW Be , 2 N
<br />(W�' r..30W p.Q POISVIDED By THE ak=0014 04M PERMIT IS APPOED TO
<br />- #14-10 PANELMUE FEMALE M & PANELMNIE- PILLS ANCNORS� AS W"ACTUAW BY ELDS CONSTRUCTRON PRODUCTS, 13 (0) IRS PRODUCT EVAWAADON COMMENT ME.11) PRPAM BY IMES JUNCINE&A IS tMERIC AND DOES NOT PRIZAVE INPOPMA110"
<br />111% ';_1=111`1.1� ,
<br />FOR A SITE SPECIFIC PRWCCT,, L., WHERE TYIE $U CONJUMONS DDYWr FROM TI-X P,F_t�
<br />- 41, A MANUFACTORED OF M-FASt CORPOPWAM (ec-1600 p��Q
<br />Al I MWWUM EM81FOWAT OF TAPM+ ANC40AS IMM POaAES CONORCTE SMALL BE I ,fl/#', 2' Fog j-ANELNATC Fym&Z (b) CONTRACTOR TO RE RM010SLE FOR 'MC SELECTION, PINICOMC AND IWIALLANOM INCLUDIN9 LIFE ENVY OF THIS PRODUCT
<br />BASED ON IRS P,tb, PROY"D HS/SRE DOES fW OMATE PROM TIML CONDITIONS ROAM ON THIS DMVWNT
<br />0 AND PAREMALTE PLUS AND 1 114- PON CF TAP-CMIR AROHOR$. CONSTRUCTION SAFM AT $In IS THE COWRACTOR'Z RMONSfeiLTY,
<br />A2) CAQK_IN & SQUO-Sc ACHORS SRAL, K EMM30ED 1/8- W70 T,ir POURED CONCRETE NO WSEOMCMT INTO (P) -15 RP40UCT EVALVATI)O4 DMUMIENT TALL RE CQN%%lOM WMWD IF 400 M
<br />SA= SHALL BE PERMITTED- 114- 0-20 Slel?M USED M&L HE 1 7/2- LONG MINIMUM SHOULD MCCO Exw-,
<br />NO I� W"Vkf FOR WALS " NO CMAXQ. AND MAY BE tqEADW SCRM 08 ALL TRWADIED SCREWS W/o lWiD. �d) STFS SPOSIP4 PRO,MCIS MALL BE PRIEPARED By A FLORIDA REGISTERED CNOWEER OR ARCRIECT WWCH WILL BECOME THE
<br />BUT WIN "45 NUTS EN"MR or RECOM (D. TOM IME PAMCI ANO WMS WLL BE RESPONSIBLE FOR THS
<br />PROPCIR THE
<br />USE OF RED&GNEDI OF RECORD, ACTINIC AS A OFUMANVO ENGINEER TO THE
<br />AM IN CAST TW. PlYLICAST STOW. PRECAST CONCRETE PANELS, AMERS, STUtOO OR WOOD BOARDS BE FONNO ON �f RED, ENGINEER, 19ALL BUSMIN TO THIS. LAI" THE $In SPECIFIC ORAWN05 FOR PrAft-
<br />OTSTNIC WALL 04 FLOOR ANTACAS SMALL BE 0*0 M04 TO REACR INC MAIN STRUCTUK 604IND WON
<br />PAMS M01ORACE MALL BE AS MOVIONED IN AA) A-90 O� A, 2)� (6) TWS PX,D. SMALL BEAR INS CATE AND ORIONAL $M AM SIONATURE OF 7NF PRQFE$WON&
<br />E14NMR OF RECORD MI PO4PARED it,
<br />(5) lg-Qa%DIM-02&WIE,bkQI-AULAXN-r--W1
<br />i/4' # TAPOOR ANDMOn AS MAN(JFAa6M W I T. W. OLKOEY, INC, f,i� SHUrTEP VMUFACTURER'S LABEL 814ALL BE LOCATED ON A REMILT �ASWE LQCAWN AT ST"
<br />PANEL SMOTTES IN ACCORDANCE MTH SECTION t709102 OF FIDINDA MILEM CODE, ONE LAOR
<br />- iY4' 0 � 7,W 04LK-W ANORDWS, A$ MAMI)FACTURED OF XWALF Wt (NIN, r�lwo P.,l" SKALL BE PLACED FDA EVERY OPENIK, LASCIRr TO COMPLY WITH SEC" i7OP14 OF THE
<br />- I/C# i VV SoLID-Ser AKNoPs. AS o;mam BY ALL POW SCREW, SOLT & SPECL'A.Ty CO. FLORIDA SIALCM COME
<br />NOW, P-Ifto P...L) ____ I
<br />- J=MPAMO.5�A� I VAND PANIMMATE PLUS ANCRORT 4 MANUFACTURED BY CLCO CONSTOU(.7" MY BE
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<br />6-M&T91RIAL CHAKACTERIS AND, SPECIFICIAMONS:
<br />$Ihall'be strictly in accordance with General Notes and Components Indicated,lon
<br />sheet 1, 2 and 22 of 26, of Product Ev#lua1Jpn bacunrient,(P.E.D.), drawing
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<br />N9.20-1174L Anchor specifications Shall be as indicated on sheets 1, 7 and 21 of
<br />26,ofPmductEVd[Ualion Dow-m-ent(RE,D,), drawing No�20-116,
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<br />7. LIMITATIQNS AND CONDITIONS OF USE.
<br />7_1'. Shall be istriotlyin corriptrancewith General Notes NO, 1, 61ft 14, indicated
<br />on sheelf I cif26, asweAla$00neral Notee#1 thru 4and 11 thru 15,1rolloaxed'
<br />onsheet2l of'26of'Product Evolu,at6,nl)otutTiont�P.,E,D.,),.4rawing No.90A70
<br />Prepared by Tilteco, Inc. and signed and Sealed by Walter A. Tillit, Jr,-� P.E,
<br />7.2. Productmay be instaliedwithin HIGH VELOCITY HURRICANEZON5SEts,
<br />defined on sect'lon 1620.2 dfthe-Flon'da Building Code-
<br />7.3. Product shal I only be tristejIted , into ipatjn[�doidncretfe, concrete, bloc;](, and
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<br />wood frame structures.
<br />Product Evaluation Roport prepared by WalbarA. Tilit,, Jr.. P.8. (Florida License
<br />11 ,
<br />No. 44161), President cif'rilteco, Inc. (Flonds CA�0006710).
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<br />REPORT NO.- 20-11727.0i
<br />DATE: JuIY27,202!1
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<br />PRODUCT CATEGORY� Shutters
<br />PRODUCT SUO-OAT]EGORY. Storm Panels
<br />PRODUCT NAME; 14 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTUREW 0jobilit FIVtfttja"_MAUCW_=
<br />480G S.W,. 51 Strt,
<br />,et
<br />DeAe. Florida 33314
<br />1. FURPM OF FWALUA11QN:
<br />rhia isia Product Evaluation Reportissued by,WaltorA. Tillit, Air., P.E. (tystern
<br />ID # 1000to the Global Protectic" Products, LLC, Rule Chapter -No,
<br />01820-3, Method 10 oftbe Florida Department of Business and
<br />Profiessiotiliol Ragulatio"L
<br />This, prodU,qt)s 1poirgi issued on Evaluation Report as clasrribedberah and has
<br />I I 1-11 �
<br />beeriveriflatifor compliance inaccordaTpe with the,2020 Seventh Edition ofthe
<br />Floida Building Code, and to verify that the product I I a forthe purpose intended
<br />at least equivalent tothat required bytheODde.
<br />This Product Evaluation Report shall beetubjectto neviewand revision in Case of
<br />a BuIlding'Code change that; may affect its limitations and wriditiont;
<br />2. Vj Q9NCE, SUB.MffTED:
<br />Xl� MMUE-VALUATION. DOCUMENT (P.E. ,
<br />Drawing No. 20,176, titled 124,QAGE GALVANIZED STEEL STORM PANIEL',
<br />sheets i thrul ia of iii prepared by Tilteco, I nc,; signed and seoled by Walter A,
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<br />Tillit, Jr., P.F,;- dated 0 , /2712020. Thit drawingl is an integ Iin't "660
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<br />PRODUCT vy 2
<br />1 1 1
<br />22, TEST REPORM
<br />Large missile impact loadfiests, were performed under SSTD 12-%I standard as
<br />pet section 1600.1 �2 of the Florida Building Code. Uhiform static toads as per
<br />Section'1709.8,3,porA$TME-330. Test to- ports prepared by American Testing
<br />Lab"of South Florida, Report,* 0814.01ml]tl dated O$M 1102 witnesged by William
<br />R. Mehrier, P.E., Spriz Moraz, P,E, and Henry Hattem, P,E. and Report No
<br />0219.01�09, dated February26, 2009, signed and sealed byEdrnundo
<br />Largaospeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />toad ings per P rotocois TAS 201 & 203 as per section I 609.1.2of the Florid a
<br />Building Code. Test Report prepared by American Testing Lab of South Floridk
<br />Report No� 112�.01-110, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, RE.
<br />Tensile test report No. 9CM-1g$byQC Metallurgical, lnc�, dated March 13,2009,
<br />1 1
<br />1
<br />slignad'arld sealed by Frank Grate, P.E, As perASTM S-8 and'Tenshe Test as
<br />per QC, Metallurgical Report No. 1OKM-1310, dated DOcorriher 1, 2G1Q signed
<br />and sealedby Jerry, japipfatrip, 0. E. as per ASTM'E-8.
<br />I I
<br />I
<br />I
<br />911 ,01"",-Tu AL ENGINEERING CA4QqLAj"%
<br />On 24 Gage Galvanized, Steel Storm Panel for maximum pariel length VB. design
<br />wind, load, as well as makimumi anchor spacing vs-. design wind load and panel
<br />length based oil ratlionafand comparative analysis, and in accordance with
<br />,
<br />'
<br />section 1604 ofthe Florida Building Code. Calculations prepared by Tiltsido,
<br />Inc., dated 12ti B11 0 and Oe/27/13 (for this revision), signed, and sealed by Walter
<br />A, Tillit, Jr�, P�E.
<br />3. NO&E ,
<br />WPACT RESIMN�M.
<br />LaNe missile impact under section 1600.2 Of the Florida Building. Code, as per
<br />SSTD 12r,90 Standard and TAS 201.
<br />,
<br />4. VVIND LOADS RESVISTANCE
<br />24�Gtge Galvanized Steel Storm Panel has been verified tosustaln Wind
<br />pressures, Maximum panel length shall be As indicated on sheets 3, % 10, 11,
<br />12 and 17 of 1,8 of , Product Evaluation Document (P.E.D.), drawing No. 20-175,
<br />Maximum Anchor Spacing shall beos indicated on ishents-15, 9, 10, 1 1, lathru 16
<br />and 18 of 18, of Product Evaluation Dipcoment (P,E,,D.), drawing No. 20-175.
<br />,
<br />24 Gage Galvanized Steel Storm Panel has been varltiod for code compliance to
<br />work as a zrion-paircius, storm shutter assembly, as per SSTD 12-99 Standard.
<br />t0pM=ZYALUAT,ioNiqgoRTxo. 10-iii2ja I
<br />JjNSTALLAT-10—W
<br />Installation Shall be performed strictly in accordance with details, indicated on
<br />sheets 3 thru 15,, 12thru Ja of 1 8, of Product Evoluation Document (P.E. 0.),
<br />drawing, No. 20A75, Minimum separation to glass shall be -as indicated on
<br />sheets 3, 6,13, 14, 16, 16 and I 8 of-18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-17a.
<br />0, . IWAT51REAL CHARACTERIRTL
<br />Q AND SPECIFICATIONS-.
<br />Shall be st ictly in accordance wilh, Gonetell Notes and Components indicated on
<br />n I
<br />sheet I and 2 of 18, ofPtodUclEvaluatlipti Document (P,E.D,), drawing No.
<br />20-175,
<br />Anchor speDifications shall bia as Indicated on sheet I of 18, of Product
<br />Evaluation'DocUrrent (P.E;D.), direiving, Nb.'20-175-
<br />QNS-ANA-CONDITIONS OF USE:
<br />7A. Shall bastrictly in Compliance, with Gertoral Notes No. 1, 8 thru 14, Indicated
<br />,
<br />on sheet I of 18 or Product EvaluationDocument (,P.E,D.), drawling No. 20-175
<br />prepared by TiReco, tric.and signed and sealed py , Walter X Tillit, Jr., P.S.
<br />,
<br />72 Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />a.sdefinedon section 1020.2 of the Florida Building Code,
<br />7.3. Product shall only be installed into poured opriciets,, concrete tillock, and
<br />wood frome structurais,
<br />Product, Evaluation Report prepared tIyWalter A. THIIJ, JL,,P,E, (Florida 'License
<br />I
<br />No. 441167L President of Tilteco. Inc. (Florida CA7-000671g,),
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